Analysis of structural behaviour of 3D slender coupled shear wall with opening using ANSYS software / (Record no. 6180)

MARC details
000 -LEADER
fixed length control field 02761ntm a2200289 a 4500
001 - CONTROL NUMBER
control field vtls000092284
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251117113305.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 151126t2015 my da f abm 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0000738(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905161604
Level of effort used to assign nonsubject heading access points nazirah
Level of effort used to assign subject headings 201711301526
Level of effort used to assign classification fateeha
-- 201511261645
-- asma
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) FKASA .T364 2015 r Bc.
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Tan, Hock Hee
245 10 - TITLE STATEMENT
Title Analysis of structural behaviour of 3D slender coupled shear wall with opening using ANSYS software /
Statement of responsibility, etc. Tan Hock Hee
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2015
300 ## - PHYSICAL DESCRIPTION
Extent xiv, 63 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm.
500 ## - GENERAL NOTE
General note Faculty of Civil Engineering and Earth Resources
502 ## - DISSERTATION NOTE
Dissertation note Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 60-62
520 3# - SUMMARY, ETC.
Summary, etc. Shear wall is one of the structural system which is used to resist the vertical and the lateral load of the building. Due to the architectural and the ventilation reason, usually there are some opening on shear wall. In most of the apartment building, the size and location of the opening in the shear wall are made without considering the effect on the shear wall and will contribute to the structural failure. The main objectives of this study is to determine the effect of the opening size and its location on shear wall in terms of the crack pattern and drift effect. This study is carried out on 4-storey shear wall building with the help of finite element software, ANSYS 12.0. There are eight model in this analysis which is SW1, SW2, SW3, SW4, SW5, SW6, SW7 and SW8. SW1 are the solid shear wall where the SW2, SW3, SW4, SW5, SW6, SW7 and SW8 was the shear wall with different opening size and location. The model was analyzed by using the lateral uniform distributed load (UDL) at the side of the shear wall. The result shows that the higher the applied load at the shear wall, the higher the deflection. The deflection for SW1, SW2, SW3, SW4, SW5, and SW6 increased by 12.01%, 133.95%, 2.48%, 67.29%, 22.51% and 35.79% respectively when the applied lateral load was increase from 200KPa until 800KPa. While the closer the position of the opening to the applied UDL, the higher the crack pattern of the shear wall. The crack pattern of the shear wall start at the base of the shear wall which was the fixed support, and also the edge of the opening
610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Faculty of Civil Engineering and Earth Resources
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Universities and Colleges
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Theses
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://ecollib.ump.edu.my/id/eprint/25785">http://ecollib.ump.edu.my/id/eprint/25785</a>
Public note Access in library only
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   FKASA .T364 2015 r Bc. 0000104275 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 9322 | FKASA .T364 2015 r Bc. 0000104276 04/09/2019 1 04/09/2019 Final Year Report

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